Vibration Induced by Moving Cranes in High-Tech Buildings due to Rail Pad Materials

<div>The slab vibration changing with the rail stiffness (<i>K</i><sub>1</sub>) and damping (<i>C</i><sub>1</sub>) using the two-degrees-of-freedom model.</div>

Shock and Vibration

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Figure 1

Figure 1: Vibration Induced by Moving Cranes in High-Tech Buildings due to Rail Pad Materials 